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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹67.8 LAccepted-AOC KERALA KL | ₹67.8 L | L1 | Accepted-AOC Lowest rate |
| 2 | L2₹70.3 LRejected-AOC KOZHIPPILLY P O KOTHAMANGALAM 686691 | KOTHAMANGALAM | ERNAKULAM | KERALA | 686691 | ₹70.3 L | L2 | Rejected-AOC Highest rate |
| 3 | L3₹74.0 LRejected-Finance ALUNGAL HOUSE ERANHIMANGADU PO AKAMPADAM MALAPPURAM DISTRICT | KANNUR | KERALA | 670612 | ₹74.0 L | L3 | Rejected-Finance Highest rate |
| 4 | L4₹74.7 LRejected-Finance | ₹74.7 L | L4 | Rejected-Finance Highest rate |
| Sl No | Description | Qty | Unit | M/s Power Fencing L4 | SAFFEEK A L3 | AHAMAD MASHOOD K L1 | HATHI FENCE L2 |
|---|---|---|---|---|---|---|---|
| 1.00 | Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan),including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.All kinds of soil | 648 | M3 | 359 ₹2.3 L | 347.09 ₹2.2 L | 317.39 ₹2.1 L | 330 ₹2.1 L |
| 2.00 | Excavation work by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding I .5 m in width or l0 sqm on plan), including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal ofsurplus excavated soils as directed, within a lead of 50 m. Hard rock (requirins blastins) | 54 | M3 | 656 ₹35,424 | 633.43 ₹34,205.22 | 580.39 ₹31,340.80 | 970 ₹52,380 |
| 3.00 | Laying, spreading and compacting stone aggregate of specified sizes to WBM specifications in uniform thickness, hand picking, rolling with 3 wheeled road/vibratory roller 8-10 tonne capacity in stages to proper grade and camber, applying and brooming requisite type ofscreening / binding material to fill up interstices of coarse aggregate. watering and compacting to the required density. | 816.75 | M3 | 1,085 ₹8.9 L | 1,047.62 ₹8.6 L | 959.89 ₹7.8 L | 975 ₹8.0 L |
| 4.00 | Cement concrete I :2:4 (l cement : 2 coarse sand : 4 graded stone aggregate 40 mm nominal size ) in pavements, laid to requircd slope and camber in panels as required including consolidation finishing and tamping complete | 702 | M3 | 9,000 ₹63.2 L | 8,953.01 ₹62.9 L | 8,203.29 ₹57.6 L | 8,500 ₹59.7 L |
Tender Value
₹90.5 L
EMD Value
₹50,000
Closing Date
16 Feb 2026, 5:00 pmClosed
Preveen.P,Divisional Forest Officer,Nemmara
Preveen.P, Divisional Forest Officer, Nemmara Ayinamppadam Palakkad 678508
Cost of Road Concrete from Thekkady to Oravambady Nagar at Thekkady under Thekkady Forest Station of Kollengode Range during 2025-26
2026_FD_834354_1
KFDDO/58232/2025-DFONMR/D
Open Tender
Civil Works - Roads
180 days
Oravambady, Thekkady
Please refer the E-Tender Notification and Condition
9 documents required · 9 mandatory
₹2,500
₹50,000
4 Jun 2026
7 Feb 2026
17 Feb 2026
7 Feb 2026
16 Feb 2026
7 Feb 2026
Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan),including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.All kinds of soil
Excavation work by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding I .5 m in width or l0 sqm on plan), including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal ofsurplus excavated soils as directed, within a lead of 50 m. Hard rock (requirins blastins)
Laying, spreading and compacting stone aggregate of specified sizes to WBM specifications in uniform thickness, hand picking, rolling with 3 wheeled road/vibratory roller 8-10 tonne capacity in stages to proper grade and camber, applying and brooming requisite type ofscreening / binding material to fill up interstices of coarse aggregate. watering and compacting to the required density.
Cement concrete I :2:4 (l cement : 2 coarse sand : 4 graded stone aggregate 40 mm nominal size ) in pavements, laid to requircd slope and camber in panels as required including consolidation finishing and tamping complete
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